• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1998년도 공동 심포지엄 및 추계학술발표회
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• pp.169-173
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• 1998

The practice of the construction and management of the underground petroleum storage facilities in Korea was investigated extensively, and the problems were identified. The advanced technologies in the U.S.A was comparatively studied. Considering the effectiveness of leak prevention and technology applicability, the following measures were suggested. To prevent corrosion of the tank, a clad tank, an interior-lining tank, or a double-wall tank was appropriate and appeared to be most cost effective. For piping, non-metalic material was suggested. To prevent spill, a catchment basin can be effective. For monitoring of leak, construction of more than one of one or combination of an automatic leak-detection device, a vapor-detection system, a ground water-monitoring system, and a double-wall detection system was recommended.

• 한국가스학회지
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• 제23권3호
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• pp.33-39
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• 2019

2010년대에 들어서 노후화된 공정으로 인하여 많은 공장들의 안전이 보장되지 않은 채로 가동되고 있다. 공정 및 설비의 노후화 문제를 근본적으로 해결하기는 어렵지만, 사전에 위험성 평가로 위험을 예방할 수있다. 본 연구는 CDU(Crude Distillation Unit)의 탈황 장비에 있는 배관에서 황으로 인한 부식을 타겟으로 지정하였고, API RP 581를 참고한 RBI(Risk Based Inspection)기법으로 위험성 평가를 실시하였다. RBI 기법은 Frequency와 Consequence의 조합으로 Risk를 표현하고, 이들을 바탕으로 Risk Matrix를 만든다. 본 연구는 배관의 Hole Size를 Small과 Medium으로, Frequency의 감도는 'Low'로 선택하여 진행하였다. 기준을 통해 만들어진 Risk Matrix를 참고하여 배관에서 황으로 인한 부식의 사고 위험성을 평가하고 향후 사고 방지 계획을 세울 수 있다. 또한 이와 비슷한 방법으로 노후화에 대한 예방을 한다면 보이지 않는 크고 작은 사고들도 예방 할 수 있다.

• 한국산학기술학회논문지
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• 제11권7호
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• pp.2708-2712
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• 2010

아민(암모니아 또는 MPA)은 가압경수로 원전 2차측 부식을 방지하는 최적 pH를 유지하기 위해 사용되고, 온도가 동일하게 유지되지 않는 물-증기 순환 영역에서 모든 아민은 평형상수에 따라 2차측에서 서로 다른 pH를 나타낸다. 부식제어에서 pH는 유일한 인자가 아니므로 두 번째 변수, 즉 불순물의 유입 또는 부식 반응으로 인해 $H^+$가 추가되거나 제거되었을 때 안정된 pH를 지속하는 능력인 완충세기의 고려가 필요하다. 온도를 고려한 완충세기는 2차측 최적 pH 제어제 선정과 유체가속부식의 특징을 기본적으로 이해할 수 있도록 한다. PWRs의 전체 운전범위에서 암모니아와 MPA의 완충세기를 조사하였다. 낮은 온도$(25{\sim}100^{\circ}C)$에서는 암모니아 그리고 높은 온도$(150{\sim}250^{\circ}C)$에서는 MPA가 부식 억제를 위한 충분한 완충세기를 나타내었다. 완충세기 측면에서, i) 최적 pH 제어제 pH 범위는 pH(T)- $1{\leq}pK_a(T){\leq}pH(T)$+0.5, ii) 아민 용액은 부식 억제를 위해 충분한 완충세기$({\beta})$를 가져야하고, iii) 최대 유체가속부식은 ${\beta}_B/{\beta}$ 비율이 최저인 온도에서 최대를 나타낸다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2005년도 제36회 하계학술대회 논문집 D
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• pp.2729-2731
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• 2005

In present, most of metallic structures(gas pipeline, oil pipeline, water pipeline, etc) are running parallel with subway and power line in seoul. Moreover subway system and power line make a stray current due to electrical corrosion on metallic structures. The owner of metallic structures has a burden of responsibility for the protection of corrosion and the prevention against big accident such as gas explosion or soil pollution and so on. So, they have to measure and analyze the data about P/S(Pipe to Soil) potential due to stray current of subway system. In this paper, results of development about Real-time Wireless Remote Monitoring System for Stray Current of Subway System are presented.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2005년도 제36회 하계학술대회 논문집 D
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• pp.2732-2734
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• 2005

In present, most of metallic structures(gas pipeline, oil pipeline, water pipeline, etc) are running parallel with subway and power line in seoul. Moreover subway system and power line make a stray current due to electrical corrosion on metallic structures. The owner of metallic structures has a burden of responsibility for the protection of corrosion and the prevention against big accident such as gas explosion or soil pollution and so on. So, they have to measure and analyze the data about P/S(Pipe to Soil) potential due to stray current of subway system. So, we have developed the Real-time Wireless Remote Monitoring System for Stray Current of Subway System. In this system, the permanent buried type reference electrode is necessary. In this paper, results of development about the permanent buried type reference electrode($Cu/CuSO_4$) are presented.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2005년도 추계학술대회 논문집 전기물성,응용부문
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• pp.145-147
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• 2005

In present, most of metallic structures(gas pipeline, oil pipeline, water pipeline, etc) are running parallel with subway and power line in seoul. Moreover subway system and power line make a stray current due to electrical corrosion on metallic structures. The owner of metallic structures has a burden of responsibility for the protection of corrosion and the prevention against big accident such as gas explosion or soil pollution and so on. So, they have to measure and analyze the data about P/S(Pipe to Soil) potential due to stray current of subway system. So, we have developed the Real-time Wireless Remote Monitoring System for Stray Current of Subway System. In this system, the permanent buried type reference electrode is necessary. In this paper, results of development of buried type reference electrode using porous ceramic$({\alpha}-Al_{2}O_{3})$ are presented.

• Smart Structures and Systems
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• 제1권3호
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• pp.267-282
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• 2005

This work describes ongoing development of an embedded sensor system for the early detection and prevention of deterioration of reinforcing steel tendons within reinforced concrete. These devices will evaluate the condition of the steel tendon using ultrasonic techniques and then wirelessly transmit this data to the outside world without human intervention. The ultrasonic transducers and the interpretation of the sensed signals that allow detection and prognosis of tendon condition are detailed. Electrical characterization of concrete mixtures used in bridge construction is conducted and a wideband microstrip antenna is designed and fabricated to operate between 2.4 and 2.5 GHz when embedded in such a medium. Simulations and measurements of the embedded antenna element are presented. Transceiver selection and implementation are discussed as well as future work in operational protocols, sensor networking, and power sources. By implementing commercially available off-the-shelf components whenever possible, these devices have the potential to save millions of dollars a year in evaluation, repair and replacement of reinforced concrete.

• Structural Engineering and Mechanics
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• 제42권1호
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• pp.25-38
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• 2012

Recently, investigated failures of external post-tensioned (PT) tendons have called attention to the corrosion of strands in PT bridges, and the prevention of ongoing corrosion is required to secure their structural integrity. Since voids inside ducts can be a source for the ingress of water or deleterious chemicals, the vacuum grouting (VG) method and a volumeter for estimating amount of repair grouts were employed to fill voided ducts. However, the VG method is expensive and time-consuming for infield application because it requires an air-tight condition of entire ducts. Thus, latest research assessed three different repair grouting methods, and the pressure vacuum grouting (PVG) method was recommended in the field because it showed good filling capability in voided ducts and did not require an air-tight condition. Thus, a new method is required to estimate the volume of repair grouts because the PVG method is not applied in air-tight ducts. This research assesses the relationship between voided areas on ducts identified with soundings and required grout volume for repair using experimental results. The results show that the proposed equations and assumptions for estimating repair grout volume provide a sufficient amount of repair grouts for filling voided ducts.

• 한국정밀공학회지
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• 제27권6호
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• pp.55-63
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• 2010

Feedwater heaters of many nuclear power plants have recently experienced severe wall thinning damage, which will increase as operating time progresses. Several nuclear power plants in Korea have experienced wall thinning damage in the area around the impingement baffle inside feedwater heater installed downstream of the turbine extraction stream line. At that point, the extract steam from the turbine is two phase fluid at high temperature, high pressure, and high speed. Since it flows to reverse direction after impinging the impingement baffle, the shell wall of feedwater heaters may be affected by flow-accelerated corrosion. In this paper, to compare degree of shell wall thinning mitigation rate to squared type with mitigation rate of other type baffle plate, three different types of impingement baffle plate-squared, curved and mitigating type-applied inside the shell. With these comparison data, this paper describes operation of experiments and numerical analysis which is composed similar condition with real feed water heater. And flow visualization is operated for verification of experiments and numerical analysis. In conclusion, this study shows that mitigating type baffle plate is more effective than other baffle plate about prevention of pressure concentration and pressure value decrease.

• 콘크리트학회논문집
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• 제18권3호
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• pp.371-378
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• 2006

현대사회에 있어 필수불가결한 사회기반시설인 하수시설은 대부분 주요 재질이 콘크리트이며, 이러한 콘크리트 하수시설은 최근 황산화세균에 기인한 생화학적 부식에 의해 심각하게 열화되고 있는 상황이다. 이에 본 연구에서는 생화학적 부식을 방지하기 위한 기법으로서 황산화세균의 생장을 억제할 수 있는 항균제를 개발한 후 황산화세균에 대한 항균성능을 평가하였으며, 콘크리트에 대한 적용성을 검토하기 위해 항균제를 도포한 콘크리트의 각종 물리적 성능 및 내구성능을 실험적으로 검토하였다. 그 결과 항균제의 항균성능은 유효하였으며, 항균제 도포에 의한 압축강도 및 부착강도는 유의할 만한 경향을 보이지 않았고, 마모저항성, 흡수 및 투기 저항성, 중성화 염해 및 화학저항성은 현저히 증가하는 것으로 나타났다.